Stapling problem...

a_kahveci

New Member
You do not have permission to view link Log in or register now.
good day; In the project I took, it gives a Z error in a single column, is there a way to fix this without changing the foundation thickness and column dimensions? It was a very urgent project, I would be glad if you could help me..
 
Hello, Raft has basically never been ampathed, and it looks like it's suitable for ampatification as there are overhangs on the upper floors.
 
Your diploma does not entitle you to such a building design in a first degree earthquake zone. Please be a little more sensitive. You are building a 6-storey building, there is no curtain in the system (the elevator curtain has nothing to do with the system), and all sides are full of consoles. In this way, will you take the coefficient of R as 7 and say that I have a pitch? Moreover, you have consoles from the colon. The frames are never, ever complete. Wall loads are negligible. 12 cm aerated concrete is visible everywhere inside and out. To what extent such a wall will be built is debatable. 25/32 stud beams or something. There are 20cm wide columns etc. There are beams that do not fit well into the columns. Where the stud beams are attached to the other stud. Especially where some studs take the load and where they transfer it, is debatable. You are asking about stapling by constructing consoles on all sides and not making even 50 cm consoles. Please review some carrier system. If I tell you now, you can handle stapling by increasing the thickness of the mat by 5 cm; do good or evil I don't know? Please push yourself and your architect.
 
Hello, Mr. Nedim is right in what he said, as always. The transport system is extremely poorly designed. I didn't like the unformed frame system either. I'm sure a 30cm beamless slab would work better. Anyway, I'll cut it short, but every architect and every engineer asks the question "Would I like to live in this building?" I'm sure things will get better. Have a great day everyone...
 
Back
Top